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HomeMy WebLinkAboutNC0030996_wasteload allocation_19771024 f• ' FOR DATA MANAGEMENT USE ONLY: FACILITY NO.' WASTE LOAD ALLOCATION REQUEST rd Actual Facility /_/ Proposed Facility Date of Request io /.11' —/-22 TO: Mike McGhee, Technical Services Date Needed FROM: to 46 ! �� J f��'f 0 SUBJECT: Effluent Limits for NPDES .Permit No. (001 ),1(6C?f,7JOI 1(0 Pipe No. (003 ) O LVl Permit Application Received (802 ) Draft to Public Notice (805 ) Di/s�ch/arger/ Name (103 ) CounntY (104 ) / 12r (400 ) G/dl-GV!�s�f• �(' o r,, �4 C.-Z� ✓ L�O vs/�j G 1 u /_71 d Equiv. Population Served (202 ) Latitude (115 ) Longitude (116 ) 3S-'0 Q-'S1P"j -A o-i-k, ��°�S`'13�r' ts✓� 201 Area (263 ) 208 Area (264 ) bbasin(112 ) Stream Classification (269 03-08- 3 a Receiving Stream (109 ) Drain. Area(267) 7/10 Flow(270) Ratio Waste 7/10 (303 ) � � l t/ ta�vlC •/. — Desi Capacity (207 ) Design Temperature (NKP) Elevation (NKP) D.D l.i.G+ �y�/� .�o r for'��Or✓ �< < Location Discharger (NKP) rincipal Product (NKP) / ^/ 1,00mes-t.'C' WAVieWat-6,r� Sample No. BOD5(mg/Z) FecaZ CaZiform Temperature DO (mg/Z) 310 100mZ 31616 ° F 11 300 41 _ I - Mo. AveLaqe Concentration 01 30 /00 0 8 dS 6, a - Wk. Average Concentration 02 J - Minimum Concentration 03 _�__ K - Maximwn Concentration 04 M - Monthly Avera e Loading 05 - WeekZy Avera e Loading 06 P - Minimwn Loading 07 Q - Maximum Loading 08 _ T - Frequency of AnaZysis 09 W - S Ie Type 10 11 TataZ NF1;2f NH3-N p7i (units) (m /Z) 530 (m Z) 600 400 I - Mo. Average Concentration 21 130 - Wk. Average Concentration 22 J Minimum Concentration 23 K - Maximum Concentration 24 M - McnthZy Average Loading 25 - WeekZy Average Loading 26 P - Minimwn Loading 27 Q - Maximwn Loading 28 T - Frequency of AnaZzsis 29 W - S le Zype 30 UOD (NKP) ASSIMILATIVE CAPACITY EVALUATION L LEVEL "B" ANALYSIS SOURCE OF POLLUTION: c v,, mpl r Areawide (208) Planning Area: Facilities (201) Planning Area: A. RECEIVING STREAM Classification: 7/10 Flow (cfs) O O B. ASSIMILATIVE CAPACITY DATA Water Surface Slope (ft/mi) Stream Velocity (fps) Stream Depth (ft) o.il Elevation @ Discharge Pt. (ft) 2-3 p Drainage Area (sq. mi.) L /,0- 7/10 Yield (cfsm) 010 Design Temperature (OC) a y Groundwater Runoff cfs/mi) p,p Deoxygenation Rate Kl Base e) Reaeration Rate (K2 Base e) 3"01 Min. Daily Avg. D.O. (mg/1) _1 ,D Upstream Quality - BODu (mg/1) 2 D.O. (mg/1) C. REQUIRED EFFLUENT LIMITS Design Flow (MGD) BOD5 (mg/1) Ammonia Nitrogen (mg/1) - Dissolved Oxygen (mg/l Total Suspended Solids (mg/1) 3 p I _� Fecal Col iform (#/100 ml) '000 7a-6 6— D. COMMENTS U0O W _ Mi ' L-- Soo I aoo aoo - T 200 1 — 90 u eo so a So L w e W 20 ,a 0,0 D 0,0 ( drNrn f'low m{d] ' STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE